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The document presents an optimized design method for treating landslides under stepped overloaded plants at a tungsten mine, utilizing anti-slide piles for both load-bearing and stabilization. It introduces a resistance distribution approach based on the transmit-coefficient method, validated through long-term monitoring and finite element calculations. The paper also offers supplementary suggestions to improve current specifications regarding multi-row load-bearing and anti-slide piles.
- Author
- cjwlss123
- Language
- EN